Standard for Fire Safety in Rapid Transit Systems - Singapore Civil ...

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APPENDIX C - continued PART I : WALLS - continued B Framed and composite construction (non-loadbearing) Construction and materials 1. Steel frame with external cladding of 16mm rendering on metal lathing and internal lining of autoclaved aerated concrete blocks, density 480-1120 Kg/cu.m. of thickness of - Period of fire resistance (in hours) 50mm --------------------------------------------------------------------------------------- 2 75mm --------------------------------------------------------------------------------------- 4 2. Steel frame with external cladding of 100mm concrete blocks and internal lining of 16mm gypsum plaster on metal lathing -------------------------------------------------------------------- 3. Steel frame with external cladding of 16mm rendering on metal lathing and internal lining of 16mm gypsum plaster on metal lathing --------------------------------------------------------- 4. Steel frame with facings on each side of: - (a) metal lathing with cement-sand or gypsum plaster of thickness of 19mm -------------- 1 (b) metal lathing with vermiculite-gypsum or perlite-gypsum of thickness of - 25mm --------------------------------------------------------------------------------------- 2 12.5mm --------------------------------------------------------------------------------------- 1 (c) 9.5mm plasterboard with vermiculite-gypsum of thickness of - 25mm --------------------------------------------------------------------------------------- 2 10mm --------------------------------------------------------------------------------------- 1 (d) 12.5mm plasterboard with gypsum plaster of thickness of 12.5mm ------------------------- 1 (e) 12.5mm plasterboard with vermiculite-gypsum plaster of thickness of - 25mm --------------------------------------------------------------------------------------- 2 10mm --------------------------------------------------------------------------------------- 1 (f) 19mm plasterboard (or two layers of 9.5mm fixed to break joint) without finish -------- 1 (g) 19mm plasterboard for two layers of 9.5mm with vermiculite-gypsum plaster of thickness of 16mm ------------------------------------------------------------------------------- 6 Plasterboard 9.5mm cellular core partition with 22mm vermiculite-gypsum plaster --------- 2 7 Plasterboard 12.5mm cellular core partition (a) 12.5mm gypsum plaster -------------------------------------------------------------------- 1 (b) 16mm vermiculite-gypsum plaster --------------------------------------------------------- 2 8 Plasterboard 19mm finished on both faces with 16mm gypsum plaster ---------------------- 1 9 Three layers of 19mm plasterboard bonded with heat gypsum plaster ------------------------- 2 Standard for Fire Safety in Rapid Transit Systems C-3 4 1 2
APPENDIX C - continued PART II : REINFORCED CONCRETE BEAMS Description 1. Reinforced concrete beams without any protection shall comply with SS CP 65 Part 2. 2. As (1) with cement or gypsum plaster 15mm thick on light mesh reinforcement (a) average concrete cover to main reinforcement (b) beam width 3. As (1) with vermiculite/gypsum plaster** 15mm thick: (a) average concrete cover to main reinforcement (b) beam width Minimum dimension of concrete to give a fire resistance in hours 4 2 1 mm mm mm - - - 4. Light weight concrete shall comply with SS CP 65 Part 2. - - - * Supplementary reinforcement, to hold the concrete cover in position, may be necessary. ** Vermiculite/gypsum plaster should have a mix ratio in the range of 1 ½ - 2:1 by volume. Standard for Fire Safety in Rapid Transit Systems C-4 50* 250 25 170 30 170 15 125 15 85 15 60
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Standard for Fire Safety in Rapid T
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2.3.13 Restriction of Spread of fla
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SECTION 3.2 - OCC and RTS Facility
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1.1.4 ABBREVIATIONS The abbreviatio
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2.1.2.5 Area of Refuge (a) In the s
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2.1.2.16 A space enclosed by elemen
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2.1.2.27 A means of egress from the
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2.1.2.45 The height of station or (
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2.1.2.64 An enclosed space that is
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2.1.3 STATION OCCUPANCY 2.1.3.1 The
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CODE Table 2.1.3 APPROVED TRADES AN
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SECTION 2.2 STATION MEANS OF ESCAPE
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2.2.3 MEANS OF ESCAPE FROM PLATFORM
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2.2.3.9 Gate-type emergency exits s
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2.2.4.7 The maximum travel distance
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(iii) Permanently fixed ventilation
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(h) 850mm for doors and gates, and
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300 mm (iii) The sign shall be loca
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(d) Exit ramps shall be straight wi
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(d) Ventilation 2.2.5.12 ESCALATORS
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(ii) All exit access doors which op
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2.2.5.14 FARE COLLECTION GATES AND
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2.2.5.19 Photo luminescent marking
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Diagram 2.2.4.4 - Means of escape f
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Diagram 2.2.5.13(e) - Exit doors sh
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Diagram 2.2.5.16(a)(v) - Remoteness
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SECTION 2.3 STATION STRUCTURAL FIRE
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2.3.1 GENERAL SECTION 2.3 STATION S
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(c) Commercial spaces shall be comp
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(h) Coldroom Where the enclosure to
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(b) Any reference to height means t
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2.3.5 EXTERNAL WALL 2.3.5.1 Externa
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2.3.6.2 A separating wall shall hav
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(b) Have the appropriate fire resis
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2.3.8.8 A protected shaft which con
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(ii) Drywall shall have the requisi
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2.3.9.3 Pipes (a) Pipes which pass
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2.3.10.3 Doors opening into the exi
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(h) All sides shall be properly sea
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(v) Intumescent mastics. The method
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(e) Cl.2.3.8.2(c), 2.3.8.4, 2.3.8.7
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Table 2.3.2A SIZE LIMITATION OF STA
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Table 2.3.9A MAXIMUM NOMINAL INTERN
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Diagram 2.3.3.1(c) - Fire resistanc
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2.4.1 GENERAL SECTION 2.4 SITE PLAN
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ii) For stations not exceeding the
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2.4.4 PRIVATE FIRE HYDRANT 2.4.4.1
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(c) Where there are more than one p
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Diagram 2.4.2.4(b)(vi) U-Turn Radii
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Diagram 2.4.4.1(b) - Provision of P
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S2.5.3 Fire protection systems to c
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2.5.2.5 Portable fire extinguishers
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2.5.3.5 The dry mains’ breeching
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2.5.5.2 The fire alarm system shall
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2.5.6 SPRINKLER INSTALLATION 2.5.6.
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2.5.7 LIFTS 2.5.7.1 Lifts (includin
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SECTION 2.6 STATION SMOKE CONTROL A
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2.6.1 GENERAL SECTION 2.6 STATION S
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(e) Where the supply air duct servi
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(c) The smoke purging system design
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2.6.5.2 The design shall encompass
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Diagram 2.6.1.4(a) - Fresh/exhaust
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S2.7.2 Provisions for adequate and
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(b) Notwithstanding the requirement
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(g) Exit signs in metal enclosures
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2.7.2.10 PA systems for stations wi
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(c) Supply air shall be drawn direc
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2.8.1 GENERAL SECTION 2.8 INTEGRATI
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2.8.4.2 Where a station has an unde
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SECTION 2.9 UNDERGROUND OR ENCLOSED
Page 141 and 142: S2.9.10 Provisions for ventilation
Page 143 and 144: 2.9.2.3 Where underground or enclos
Page 145 and 146: 2.9.3.5 The emergency lighting shal
Page 147 and 148: 2.9.6.3 An engineering analysis is
Page 149 and 150: 2.9.8 MOTORISED TROLLEY 2.9.8.1 Mot
Page 151 and 152: Diagram 2.9.4.2 - Numbering and lab
Page 153 and 154: ROOT OBJECTIVES SECTION 2.10 ABOVEG
Page 155 and 156: 2.10.3 EMERGENCY ACCESS 2.10.3.1 Em
Page 157 and 158: PART III - RTS DEPOT AND RELATED FA
Page 159 and 160: (g) The maximum travel distance for
Page 161 and 162: Diagram 3.1.1(d) - Element of Struc
Page 163 and 164: For RTS Facility Buildings S3.2.5 P
Page 165 and 166: PART IV - ELECTRICAL SYSTEM FOR RAP
Page 167 and 168: 4.1.3.2 Not withstanding the above,
Page 169 and 170: APPENDIX A OCCUPANT LOAD CALCULATIO
Page 171 and 172: A.2.3 For a single service centre p
Page 173 and 174: A.3.3 For a multi-service centre pl
Page 175 and 176: 1 2 3 4 5 APPENDIX A, TABLE A : SIN
Page 177 and 178: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Page 179 and 180: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Page 181 and 182: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Page 183 and 184: Number of People APPENDIX A, FIGURE
Page 185 and 186: B.1 GENERAL APPENDIX B EXITING ANAL
Page 187 and 188: any enclosing structure for Escape
Page 189 and 190: TEST #2 FOR ESCAPE ROUTE 2 TOTAL WA
Page 191: A. Masonry construction - continued
Page 195 and 196: 1. Dense concrete: APPENDIX C - con
Page 197 and 198: APPENDIX C - continued PART V : STR
Page 199 and 200: APPENDIX C - continued PART VIII :
Page 201 and 202: Width of enclosing rectangle in met
Page 211 and 212: APPENDIX E ACCESSWAY E.1 In general
Page 213 and 214: APPENDIX F STANDBY FIRE HOSE FOR RI
Page 215 and 216: G.1 General APPENDIX G TENABLE ENVI
Page 217 and 218: where: tIconv = time in minutes T =
Page 219 and 220: APPENDIX H NOTES ON THE USE OF INTU
Page 221 and 222: APPENDIX J FIRE SAFETY REQUIREMENTS
Page 223 and 224: J.5.3 In the event of fire emergenc
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